In stochastic analysis the knowledge of cross-correlation coe$cients is required in order to combine the response of the modal Single-Degree-Of-Freedom (SDOF) oscillators for obtaining the nodal response. Moreover these coe$cients play a fundamental role in the seismic analysis of structures when th
โฆ LIBER โฆ
New real-value modal combination rules for non-classically damped structures
โ Scribed by Giovanni Falsone; Giuseppe Muscolino
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 197 KB
- Volume
- 33
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.394
No coin nor oath required. For personal study only.
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The step-by-step modal time history integration methods are developed for dynamic analysis of non-classically damped linear structures subjected to earthquake-induced ground motions. Both the mode displacement and mode accelerationbased algorithms are presented for the calculation of member and acce